1000 Sandstone Run - BC05-002993 (GREYSTONE) (BRICK WALL) (A)PERMIT ADDRESS 11AJU(
CONTRACTOR
ADDRESS
PHONE NUMBER
PROPERTY OWNER
ADDRESS
ELECTRICAL CONTRACTOR
MECHANICAL CONTRACTO
PLUMBING CONTRACTOR
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
MISCELLANEOUS CONTRACTOR
PERMIT NUMBER FEE
SUBDIVISION
PERMIT # L ) 5- o 2 "�/ f 2--) DATE
PERMIT DESCRIPTION
PERMIT VALUATION
SQUAREYOOTAGE
d
rn
WALL CAN B
ANYWHERE W
EASEMENT, B
CLOSER THAP
FROM PROPEF
'LINE AOR R.O.
I �PROPERTY
i R.D.W.
a
_.: F L_ 1-11"14 V iE_ W
SCALE: 1/4N;1,_Oy
8" X 20" CONCRETE l WALL S
FOOTING W/ 2 #4
REBAR CONT. 2'-3 SQ. 1 SCALE 1 "
FOOTING @ COLUMNS
NORWEG'AN BRICK
�. COLUMNS 25'-0" ac.
=BAR IN GROUT FILLED
3EE PLAN JFOR LOCATIOP
TEND 4'-0` ABOVE GRAS
ALL TO EXTEND 6'-0"
OVE GRADE
aDE
OWNERSHIP & MAINTENANCE OF THIS
WALL SHALL BE THE RESPONSIBLITY
OF THE HOMEOWNER'S ASSCIATION
I CERTIFY THAT THE DESIGN. OF THIS
WALL SATISFIES CRITERIA SET FORTH
IN THE FLORIDA BUILDING CODE 2001
FOR CONTRUCTION OF SUCH MASONRY WALLS,
-DANIEL L. BUMPUS
RSE CONT,
�WEGIAN BRICK
ELEVATT❑N
SCALE: 1 1/2"=1'-0`
DESIGN WIND LOAD: 120 MPH. (FLORIDA BUILDING CODE 2001)
CONCRETE: 2500 PSI @ 28 DAYS
STEED GRADE 40
MORTAR: TYPE S
ASSUMED SOIL BEARING CAPACITY:1,500 PSF
1. WIND IMPORTANCE. `FACTOR : 1:0
2. BUILDING CATEGORY: II
3. WIND EXPOSURE: B
4. INTERNAL PRESSURE COEFFICIENT: 1.0
5, COMPONENTS AND CLADDING: N\A /
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INLLI _ IYFL ,6EV ELEV NLEI ELEV __ MAT, (in) (ft) I(%) INLET T ft I(%) CP I � I I - I < : � I
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SCALE 1i 4'=1'
__D BRICK
_UMNS'
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OWLDCK COURSE:
NORWEGIAN .BRICK
COLUMNS 25'-0' o.c'
=BAR IN GROUT lFjLLE:_D
SEE PLAN FOR LLFICATIOT
FEND. 4'-0" ABOV'_ GRAI
i
LL TO EXTEND E"-0''
LVE GRADE
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1'-6" SQ. COLUMNS
1/2" EXPANSION JOINT
BRICK COLUMNS- 12" X 18" OUTSIDE
OF WALL- USE BRICK WALL TIES 2
EA. SIDE 2'-0" ac. VERT TO WALL,
11-rr-nnrr) nnTr t/ r^M ioc 7 n rrn i IMM
RSE CONT.
RWEGIAN BRICK
OWNERSHIP & MP`INTENANCE OF THIS
WALL .SHALL BE'. THE RESPONSIBLITY.
OF THE HOMEOWNER'S ASSCIATION
I CERTIFY THAT THE' DESIGN OF THIS
WALL SATISFIES CRITERIA SET FORTH
IN THE FLORIDA '33UI.LDING CODE 2001
FOR CONTRUCTION Of SUCH MASONRY WALLS.
DANIEL L. BUMPUS
ELEVATION
SCALE: 1 112'1=1`011
DESIGN WIND LOAD: 120 MPH. (FLORIDA BUILDING CODE 2001)
CONCRETE 2500 PSI @ 28 DAYS
STEEL: GRADE 40
MORTAR: TYPE S
ASSUMED SOIL BEARING CAPACITY: 1,500 PSF
1. WIND IMPORTANCE FACTOR 1.0
2. BUILDING CATEGORY: II
3. WIND EXPOSURE; B
4. INTERNAL PRESSURE COEFFICIENT: 1.0
5. COMPONENTS AND CLADDING: N\A
i..
k
E
.A-R'(TfQTflhTi
S' k✓ i
J7 lir
1)1 -,'AWN
AV
CHECKED
DATE
MARCH 23, 2005
SCALE
AS SHOWN
JOB NO.
15489
SHEET
1�
(lF * RNFFTR
NORTH
PHASE -I`
DI
BLDG
TYPE
No.
UNITS
BLDG
AREA
PRKG
REQ'D
PRKG
PROP
1
V
,
9000
2
2
2
V
5
9000
2
2
3
SZ
1 6
10800 1
2
2 I
4
V
5
9000
2
2
'TXP V-'
VI
6
10800
2
2
6
VI
6
10800
2
2
7
VI
r
10800
2
2
8
VI
6
10800
2
2
9
-wlw F
6
10800
2
2 .
10
V
5
9000
2
1
I
ti's
III
3
U
12
VI
r I -
10800
TY
2 !
13
VI
6
10800
2
2 ;
14
VI
6
10800
C0
2
15
IV
i
7200
2
-
16
VI
...,
1800
A
2 '
17
IV
4
7200
2
2 !:
18
V
5
i
2
2
19
III
3
5400
2
2
20
IV
4
7200
2
2
21
VI
6
10800
2
2
22
VI
6
10800
2
2 `.
23
VI
6
10800
2
2
r,
IV
4
9000
2
2 ,
25
:77-
3
TE
TYPE
2
2 ,
26
V
1 5
9000
2
2
27
VI
6
10800
2
2 l
S
V
V
9000
2
2
29
VI
6
10800
2
2
30
IV
4
7200
2
2
31
IV
4
�,ULt .. '
'
2
32
IV
4
z ! +Mr
ZI O y7 2 y 0
�m
2
1. w+ 17
xr.. .r
NORTH
PHASE -I`
BLDG BLDG No. BLDG PRKG
BLDG
No.
BLDG
TYPE
No.
UNITS
BLDG
AREA
PRKG
REQ'D
PRKG
PROP
1
V
5
9000
2
2
2
V
5
9000
2
2
3
VI
1 6
10800 1
2
2 I
4
V
5
9000
2
2
5
VI
6
10800
2
2
6
VI
6
10800
2
2
7
VI
6
10800
2
2
8
VI
6
10800
2
2
9
VI
6
10800
2
2 .
10
V
5
9000
2
2
11
III
3
5400
12
VI
6
10800
2
2 !
13
VI
6
10800
2
2 ;
14
VI
6
10800
2
2
15
IV
4
7200
2
2
16
VI
6
1800
2
2 '
17
IV
4
7200
2
2 !:
18
V
5
9000
2
2
19
III
3
5400
2
2
20
IV
4
7200
2
2
21
VI
6
10800
2
2
22
VI
6
10800
2
2 `.
23
VI
6
10800
2
2
24
IV
4
9000
2
2 ,
25
111
3
5400
2
2 ,
26
V
1 5
9000
2
2
27
VI
6
10800
2
2 l
28
V
5
9000
2
2
29
VI
6
10800
2
2
30
IV
4
7200
2
2
31
IV
4
7200
2
2
32
IV
4
7200
2
2
33
IV
4
7200
2
2
34
V
5
9000
2
2
35
V
5
9000
2
2
36
V
5
9000
2
2
37
VI
6
10800
2
2
TOTAL No. of UNITS
TOTAL BUILDING AREA
= 188
= 7.77 Ac.
SOUTH PRASE -II
BASIN PVMT/CURB TOTAL BLDG.
AREA AC: AREA.AC. AREA AC.
BLDG BLDG No. BLDG PRKG
PRKG
No. TYPE UNITS AR EA
l (Sn REQ'D
PROP
a
W
x
w
F-
0 W
r
M::)
z
W
Z_
Q b
� zi
w 0
LU
O
0:0
0 -
GENERAL NOTES:
d
J
r
-100 0 50 100 °
s,
EGON ADEN U E
(ALL IMPROVEMENTS WITHIN R/W BY OTHERS) PROP. SANITARY FORCE MAIN -7o
OREGON AVENUE UIIUTY DESIGN IS CONTINGENT UPON IMPROVEMENTS>
<60' RrcNT-GF-vnn BY SEMINOLE COUNTY SCHOOL BOARD
il(�11i 1!dll�Eii
I,
-
14 H,11111
1. THE PROPOSED STORMWATER MANAGEMENT SYSTEM WILL BE OPERATED
AND MAINTAINED BY THE OWNERS ASSOCIATION.
2. ALL FILL AREAS SHALL HAVE A SURFACE DEPTH OF AT LEAST 24" OF SCS TYPE "A"
SANDY SOILS. CONSISTANCY OF SURFACE DEPTH TO BE VERIFIED BY GEOLOGIST.
3. ALL SIDE SLOPES STEEPER THAN 6 HORIZ. TO 1 VERT. SHALL BE SODDED.
SLOPES LESS THAN 6 : 1 SHALL BE SEEDED AND MULCHED.
4. ALL CONSTRUCTIONS SHALL CONFORM TO AND SHALL BE INSTALLED AND CLEARED FOR
SERVICE IN ACCORDANCE WITH THE CITY OFSANFORD STANDARDS UNLESS STATED
OTHERWISE ON THE PLANS.
5. ALL EARTHWORK OPERATIONS SHALL BE IN ACCORDANCE WITH THE SPECIFICATIONS,
PLANS AND RECOMMENDATIONS OF THE GEOTECHNICAL ENGINEER (AS APPLICABLE).
6. WHEN TRENCH EXCAVATION EXCEEDS (5) FIVE IN DEPTH:
A. CONTRACTOR SHALL CONFORM TO OSHA STD. 29CFR. SECTION 1926.650 WHICH
IS INCORPORATED IN FL. STATE 90-96.
B. THE CONTRACTOR SHALL PROVIDE WRITTEN ASSURANCE OF COMPLIANCE WITH
THIS LAW.
C. TRENCH SAFETY SYSTEM SHALL BE DESIGNED BY THE CONTRACTOR.
7. ALL DRAINAGE PIPING UNDER PAVEMENT SHALL HAVE A MINIMUM OF 20" OF COVER. EXTENDED
BASE SHALL BE REQUIRED FOR PIPES WITH LESS THAN 20" OF COVER PER FOOT INDEX 205
8. ALL DRAINAGE PIPES ARE ADS, CLASS III, UNLESS OTHERWISE
NOTED.
9. DRAINAGE STRUCTURE TOP ELEVATION REFERS TO TOP OF FINISHED STRUCTURE.
10. THE CONTRACTOR SHALL ENSURE THAT ALL PERMITS FOR CONSTRUCTION ARE OBTAINED
PRIOR TO STARTING WORK.
SLI. CONTRACTOR TO COORDINATE WITH UTILITY COMPANIES PRIOR TO ANY CONSTRUCTION
ACTIVITY FOR DIG PERMITS, ELECTRICAL PERMITS OR OTHER PERMITS AS APPLICABLE.
CONTRACTOR IS TO COORDINATE FULLY WITH UTILITY COMPANIES ON EXACT LOCATION
OF UNDERGROUND UTILITIES PRIOR TO EXCAVATION.
12. THE LOCATIONS OF ALL EXISTING UTILITIES AND STORM DRAINAGE SHOWN ON THE
PLANS HAVE BEEN DETERMINED FROM AVAILABLE INFORMATION AND ARE GIVEN FOR
THE CONVENIENCE OF THE CONTRACTOR. THE OWNER OR ENGINEER ASSUMES NO
IT SHALL
H START OF CONSTRUCTION.
Y PRIOR TO THE RESPONSIBILITY FOR INACCURACY.
BE THE CONTRACTOR'S RESPONSIBILITY TO NOTIFY THE VARIOUS UTILITIES AND TO
MAKE THE NECESSARY ARRANGEMENTS FOR ANY RELOCATION OF THESE UTILITIES WITH
THE UTILITY COMPANY. THE CONTRACTOR SHALL EXERCISE CAUTION WHEN CROSSING
ANY UNDERGROUND UTILITY. EXISTING UTILITIES WHICH INTERFERE WITH THE
PROPOSED CONSTRUCTION SHALL BE RELOCATED AS DIRECTED ON THESE PLANS.
13. ALL PROPERTY AFFECTED BY THIS WORK SHALL BE RESTORED TO A CONDITION EQUAL
TO OR BETTER THAN EXISTED UNLESS SPECIFICALLY EXEMPTED BY THE PLANS. THE
D
LEGEND
PROPERTNS REVIEWED
- - - - - - RIGHT -0
- - - -- PROPOS
C11J1 UN' O F SAN FO R C
- - - - - - - EASEMENT LINE
5' CONTOUR LINE
. _ .,. _... .,-.. _ ,... 1' CONTOUR LINE
UM PHASE LINE
STORM DRAIN
, DRAINAGE DIVIDE
NORMAL HIGH WATER LE FF
--- HAI INK FENCE '
-x- x
X X CHAIN L
- E --- E -- E OVERHEAD POWER
- -WJL- - - - - - - -WJL- - WETLANDS JURISDICTION LINE
-1 OOYR OOYR- 00YR- 100YR FLOOD ELEV. LIMITS LINE
DRAINAGE FLOW ARROW
SOIL BORING LOCATION
OSTOP SIGN WITH 24"
O THERMOPLASTIC STOP BAR
-� STREET NAME SIGN
-� SLOPE INDICATOR
`a, UTILITY POLE
FIRE HYDRANT ASSEMBLY
6" SANITARY SEWER SERVICE/C.O.
4" FIRE RISER SERVICE
1-1/2" POTABLE WATER SERVICE
C05T FOR SUCH RESTORATION SHALL BE INCIDENTAL TO OTHER CONSTRUC
TION AN
NO EXTRA COMPENSATION WILL BE ALLOWED. SUMMARY OF GREYSTONE TOWNHOUSES VS. SEMINOLE TRACEAPTS.
14. ALL WETLAND AREAS AS WELL AS VEGETATED OPEN WATER AREAS SHALL BE
PLACED IN A DRAINAGE EASEMENT AS PER 704.06 F.S. AND RECORDED IN THE SEMINOLE TRACFAPARTMENTS
'm ti n O PUBLIC RECORDS OF THE CITY OF SANFORD, FLORIDA. SEE PLAT MAP FOR ADDITIONAL DETAIL.
Z Z 15. THE MINIMUM FINISH FLOOR ELEVATION SHALL BE 44.00 NVGD, 12" ABOVE THE 100YR FLOOD
w O y ELEVATION. THE MINIMUM ROADWAY BOTTOM OF BASE ELEVATION SHALL BE 40.5 NVGD,
12" ABOVE THE SEASONAL HIGH GROUND WATER ELEVATION.
I. E FOR ROADWAY BASE DISCOVERED DURING EXCAVATION
BASIN
LD.
BASIN PVMT/CURB TOTAL BLDG.
AREA AC: AREA.AC. AREA AC.
SIDEWALK TENNIS CT
AREA AC. AREA AC.
POOL DECK
AREA AC,
POND SURFACE
AREA AC.
TOTAL
AREA AC.
%
IMPERVIOUS
1
21.09 6.24 4.85
0.38 0.16
0.19
1.91
13,73
65.10
2
24.15 1 6.86 4.28
0.34 0.16
0.20
1.51
13.35
55.28
a 16. MUCK OR MATERIALS UNSUITABL
SHALL BE REMOVED. ALL FILL SHALL BE COMPACTEDTO 95% MAX. DRY DENSITY(AASHTO T-180)
" aR 17. SIGNAGE AND STRIPING SHALL BE COORDINATED WITH THE CITY.
F GREYSTONE TOWNHOUSES
~ 1 ,PIN < 18. PRIOR TO BEGINNING NEW PHASE CONSTRUCTION, THE CONTRACTOR SHALL INSTALL
T r� EROSION CONTROL DEVICES AT ALL DOWN STREAM INLETS AND SWALES, IN
ADDITION TO THE EROSION CONTROL MEASURES AS SHOWN .
fs 19. HANDRAILS OR FENCING SHALL BE INSTALLED ON ALL RETAINING WALLS OR VERTICAL DROPS
BASIN
LD.
BASIN
AREA AC.
PVMT/CURB
AREA.AC.
TOTAL BLDG. SIDEWALK
AREA AC. AREA AC.
TENNIS CT POOL DECK
AREA AC. AREA AC.
POND SURFACE
AREA AC.
TOTAL %
AREA AC. IMPERVIOUS
1
21,09
2.31
7.77 1.38
0.00 0.24
1.95
13.65 64.72
2
24.15
3.44
1 5.99 1.06
0.00 0,00
1-75
12.24 50.68
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"°,4", "" I 'Record drowrhgs ore for potable water, sanitary sewer, paving & drainage systems for Phase 1 only
�� 1`�� • - - I u ,'+' I I Lots 1--188, The os-builts for this phase contain information furnished by others who assured its
1 correctness and accuracy. The drawings have been reviewed by me and found to be adequate and
D 11 •� 11 << II I! 11 11 `�� !1
consistent with permit and the approved drawings and specifications. Any adjustments and minor
deviations, which are depicted, were made with prior approvals and are judged by me not to
alter the main intent of the design, the safety or integrity of the constructed work and will not
prevent the project from functioning in accordance with the rule requir "
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DRAWN BY:
NBH/dA0
APPROVED BY;
NEAL B, HIL ER, P.C--
JOB NUMBER:
FILENAME:
GREYSTONE
DATE:
01/15/03
Date Rev.
7-22-04
SHEET SCALE:
3
0f 27_